Reinforcement for concrete elements and system and method for producing reinforced concrete elements
A reinforcement for concrete elements, comprising at least one elongated string formed of a smaller number of single fiber filaments which, when embedded in a matrix, form a fiber string, the exterior surface of which being coated with a particle shaped material, such as for example sand. The reinforcement comprises at least one or more loops, formed by repeatedly winding of said fiber string and that said loop(s) preferably are closed or laid in a continuous wind, the ends of the loops or the wind function as an end anchor for the reinforcement in the concrete element. A reinforcement system based on the reinforcement is also described. In addition, a method for fabricating such reinforcement system and a method for using such reinforcement system is also described.
1. A reinforced concrete structure comprising a reinforcement embedded within cured concrete,
wherein the reinforcement is in the form of primary closed loops disposed in a given direction with a first loop end followed by a second loop end in the given direction, each primary closed loop embedded within the cured concrete comprising at least two elongated string sections, parallel and distanced apart from each other, ends of the at least two elongated string sections being interconnected by a curved arced transition forming the first and second loop ends, the first and second loop ends completely embedded within the cured concrete and imposing compressive forces on the surrounding concrete as the concrete structure is subjected to external loads and forces, and
wherein the primary closed loops are positioned to run in the given direction substantially end-to-end but with an overlap of the second loop end of a first one of the primary closed loops overlapping with the first loop end of a second one of the primary loops to form a closed internal secondary loop exposed to compressive forces from the primary closed loops caused by tensional forces acting in the at least two elongated string sections as the concrete structure is subjected to the external forces and loads, and
each of the at least two elongated string sections formed of a number of single fiber filaments of carbon or basalt, which is wound to a continuous string by repeated windings of the single fiber filaments and embedded in a matrix, thereby providing a composite fiber string.
2. A reinforced concrete structure comprising a reinforcement embedded within cured concrete,
wherein the reinforcement is in the form of primary closed loops disposed in a given direction with a first loop end followed by a second loop end in the given direction, each primary closed loop embedded within the cured concrete and comprising at least two elongated string sections, parallel and distanced apart from each other, ends of the elongated string sections being interconnected by a curved arced transition forming the first and second loops ends, the first and second loop ends completely embedded within the cured concrete and imposing compressive forces on the surrounding concrete as the concrete structure is subjected to external loads and forces, and
wherein the primary closed loops run in the given direction and are in the same plane, with the primary closed loops overlapping with each other to form a closed internal secondary loop exposed to compressive forces from the primary closed loops caused by tensional forces acting in the elongated string sections as the concrete structure is subjected to the external forces and loads, and
each of the at least two elongated string sections formed of a number of single fiber filaments of carbon or basalt, which is wound to a continuous string by repeated windings of the single fiber filaments and embedded in a matrix, thereby providing a composite fiber string.
3. A reinforced concrete structure comprising a reinforcement embedded within cured concrete,
wherein the reinforcement is in the form of a plurality of slings disposed in a given direction with a first sling end followed by a second sling end in the given direction, each of the plurality of slings embedded within the cured concrete and comprising at least two elongated string sections, parallel and distanced apart from each other, ends of the elongated string sections being interconnected by a curved arced transition forming the first and second sling ends, the first and second sling ends completely embedded within the cured concrete and imposing compressive forces on the surrounding concrete as the concrete structure is subjected to external loads and forces, and
wherein the plurality of slings are positioned to run in the given direction substantially end-to-end but with an overlap of the second sling end of a first sling of the plurality of slings overlapping with the first sling end of a second sling of the plurality of slings, to form a closed internal loop exposed to compressive forces from the first and second slings of the plurality of slings caused by tensional forces acting in the elongated string sections as the concrete structure is subjected to the external forces and loads, and
each of the at least two elongated string sections formed of a number of single fiber filaments of carbon, which is wound to a continuous string by repeated windings of the single fiber filaments and embedded in a matrix, thereby providing a composite fiber string.